用轻型动力触探N10检验回填土地基的方法与实践  

Method and Practice of Test Backfill Foundation Use Light Dysnmic Sounding N10

作　　者：孙国春[1] 史勤[1] 翟家庆 

机构地区：[1]辽宁电力勘测设计院,辽宁沈阳110005 [2]东北电业管理局第二工程公司,辽宁大连116005

出　　处：《电力勘测设计》2007年第4期15-17,26,共4页Electric Power Survey & Design

摘　　要：针对阜新金山煤矸石热电厂(4×150MW)工程主厂房内附属建筑物的基础坐落在回填土上,采用轻型动力触探N10进行了检测工作,查明了回填土的性质,确定了地基承载力特征值,说明本工程回填土地基承载力特征值是满足设计要求的。　Aim at that the foundation of outbuildings of main workshop sit in backfill soil in fuxin.CoAl stone thermoelectricity plant,have carried through testing work with light dynamical touch carrying capacity eigenvalue of explore N10.find out the property of backfill soil,confirm the carrying capacity eigenvalue of groundwork,it is meet of design requirement that carrying capacity eigenvalue of groundwork.light dynamical touch explore backfill soil groundwork.

关 键 词：轻型动力触探 回填土地基 地基承载力特征值 

分 类 号：TU4[建筑科学—土工工程]